Attachment 5 - Geotechnical Assessment · MCU18/0015

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CLIENT: Mr Phillip Harding
PROJECT: Housing Development
LOCATION: Attunga Heights

JOB NO: 03632248

POSITION: Refer to Site Plan
SURFACE RL: 35.6m DATUM: AHD71 DRILLER:
INCLINATION: -90°
HOLE DIA: 100 mm HOLE DEPTH: 0.80 m CHECKED: Ave _DATE:21( 10/63

REPORT OF BOREHOLE: BH3

SHEET: 1 OF 1
DRILL RIG: Hand Auger

LOGGED: PGH DATE: 9/10/03

 

 

oD rs

Drilling

Field Material Description

 

PENETRATION
RESISTANCE
WATER

METHOD
DEPTH

DEPTH
RL

SAMPLE OR

FIELD TEST SOIL / ROCK MATERIAL DESCRIPTION

RECOVERED
GRAPHIC

LOG
USC Symbol

DCP TEST (AS1289.6.3.2)
Blows per 100 mm

lo § 10 15 20 25
Ltt

CONSISTENCY

MOISTURE
DENSITY,

 

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2

35,50

HA

ow
vz

fine to medium grained, light grey, trace of root matter to

 

0,80 _| DS 0.70-0.80m

 

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GAPS_1_MDORE.GLO FULL PAGE JA2002\0 THER OFFIGES\03832248103632248BHDCP.GPJ GAPS_1.GDT 21/10/2003 10:21:08 AM

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34.70

 

 

 

 

 

pt J | Lygpt —-Li—— 4
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
geotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for.
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination. GAP gINT FN. roi

END OF [email protected] m
UNABLE TO EXTRACT

 

 

 

 

 

 

 

 

 

 

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